Kentucky Bridge & Dam, Inc. v. United States

42 Cont. Cas. Fed. 77,404, 42 Fed. Cl. 501, 1998 U.S. Claims LEXIS 275, 1998 WL 907917
CourtUnited States Court of Federal Claims
DecidedNovember 18, 1998
DocketNo. 93-744C
StatusPublished
Cited by16 cases

This text of 42 Cont. Cas. Fed. 77,404 (Kentucky Bridge & Dam, Inc. v. United States) is published on Counsel Stack Legal Research, covering United States Court of Federal Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Kentucky Bridge & Dam, Inc. v. United States, 42 Cont. Cas. Fed. 77,404, 42 Fed. Cl. 501, 1998 U.S. Claims LEXIS 275, 1998 WL 907917 (uscfc 1998).

Opinion

OPINION

HORN, Judge.

In the law suit as filed, plaintiff seeks damages for a cardinal ehange/breach of contract or, in the alternative, for monies allegedly owed from an unsettled equitable adjustment claim and a claim for termination for convenience settlement costs, plus interest. The above-captioned case comes before the court on the defendant’s motion to dismiss Count I of the complaint pursuant to Rule 12(b)(1) of the Rules of the United States Court of Federal Claims (RCFC), and on the defendant’s motion for summary judgment on Counts I and II of the complaint pursuant to RCFC 56. The plaintiff entered into a pipeline corrosion control contract with the United States that involved the cleaning, preparing and painting of an approximately 15-mile long pipeline on the island of Guam. The plaintiff filed suit in this court, upon the government’s termination for convenience and after an impasse and numerous attempts to achieve a negotiated settlement. Throughout the administrative and judicial proceedings, the parties have had difficulty negotiating with each other. Late in the proceedings, perhaps as a sign of frustration, the plaintiff requested ADR while at the same time in response to defendant’s motion for summary judgment and in oral discussions still insisted that a trial was appropriate. The defendant filed an opposition to the request for ADR. Moreover, the parties never have shown an ability to work together or to agree on whether the case could be settled, whether summary judgment was appropriate and certainly disagree as to the impact of prior related proceedings. Furthermore, the joint stipulation of facts, finally achieved by the parties after trying and difficult negotiation do not include many of the important facts and events necessary to fully delineate what occurred on this contract pri- or to filing of the lawsuit and in connection with the related Miller Act suit.

FACTS

On September 20, 1990, the United States Air Force awarded Contract No. F64133-90-C0015 to Kentucky Bridge & Dam, Inc. (Kentucky).1 The firm-fixed contract price was $1,215,000.00, with a performance period of 540 days. The contract was separated into two project portions, (AJJY 86-2013 and AJJY 86-2016), both entitled “Corrosion Control of Cross Country POL Pipelines” in the United States Territory of Guam, Andersen Air Force Base, that were to be undertaken from the Navy Air Station to Y-Seng-song Road and from Y-Sengsong Road to Andersen Air Force Base.2 In accordance with contract specifications, corrosion control on the approximately 15-mile pipeline was to be undertaken, inter alia, by “blasting, cleaning, and painting the POL pipelines.”

The contract specifications for both portions of the pipeline regarding the Finishes and Painting of the POL Pipeline stated in Section 9A of the contract that:

1. SCOPE: This section includes the requirements for material selection, surface preparation and application of protective coating for the exterior surfaces of the above ground and exposed POL pipelines including steel pipe supports.
5.4.2.2.1 Damage Surfaces: During blasting operation the Contractor shall carefully examine the newly blasted surfaces and [504]*504shall notify the Contracting Officer immediately upon discovery of any deep pits, voids and other surface imperfections. Upon verification of the damaged surface by the Contracting Officer, the Contractor shall treat the damaged surface as directed. Pitted areas or voids Jé inch deep or more shall be Fill Welded or Patch Welded using 8" long by 4" wide cut piece from 8" diameter schedule 40 steel pipe. Other damaged surfaces less than 1/8" deep shall be treated by application of epoxy cement conforming with specs DOD-C-24176. No damaged surface shall be repaired unless inspected by the Contracting Officer.

The Statement of Work section of the contract specifications, specifically in the Construction Features paragraph of the contract for the first project portion, from the Navy Air Station to Y-Sengsong Road, required:

j. Fill-welding or patch-welding (before application of primer) pits Jé inch deep or deeper at about 60 locations, exposed after blasting and cleaning, as noted in Section 9A (Painting of POL Pipeline) paragraph 5.4.2.2.1 of this specifications.
k. Filling with epoxy cement (before application of primer) pits less than Jé inch deep at about 120 locations, exposed after blasting and cleaning, as noted in Section 9A (Painting of POL Pipeline) paragraph 5.4.2.2.1 of this specifications.

The contract specifications for the second project leg, from Y-Sengsong Road to Andersen Air Force Base, likewise in the Construction Features paragraph of the contract, required, but detailed a lessor number of locations, as follows:

j. Fill-welding or patch-welding (before application of primer) pits Jé inch deep or deeper at about 40 locations, exposed after blasting and cleaning, as noted in Section 9A (Painting of POL Pipeline) paragraph 5.4.2.2.1 of this specifications.
•k. Filling with epoxy cement (before application of primer) pits less than Jé inch deep at about 80 locations, exposed after blasting and cleaning, as noted in Section 9A (Painting of POL Pipeline) paragraph 5.4.2.2.1 of this specifications.

In Section F, Contract Clauses, the parties incorporated, among other standard clauses, as contract clause No. F-66, 48 C.F.R. § 52.243-4, titled “Changes,” which states: CHANGES (AUG 1987)

(a) The Contracting Officer may, at any time, without notice to the sureties, if any, by written order designated or indicated to be a change order, make changes in the work within the general scope of the contract, including changes—
(1) In the specifications (including drawings and designs);
(2) In the method or manner of performance of the work;
(3) In the Government-furnished facilities, equipment, materials, services, or site; or
(4) Directing acceleration in the performance of the work.
(b) Any other written or oral order (which, as used in this paragraph (b), includes direction, instruction, interpretation, or determination) from the Contracting Officer that causes a change shall be treated as a change order under this clause; provided, that the Contractor gives the Contracting Officer written notice stating (1) the date, circumstances, and source of the order and (2) that the Contractor regards the order as a change order.
(c) Except as provided in this clause, no order, statement, or conduct of the Contracting Officer shall be treated as a change under this clause or entitle the Contractor to an equitable adjustment.
(d) If any change under this clause causes an increase or decrease in the Contractor’s cost of, or the time required for, the performance of any part of the work under this contract, whether or not changed by any such order, the Contracting Officer shall make an equitable adjustment and modify the contract in writing.

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Cite This Page — Counsel Stack

Bluebook (online)
42 Cont. Cas. Fed. 77,404, 42 Fed. Cl. 501, 1998 U.S. Claims LEXIS 275, 1998 WL 907917, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kentucky-bridge-dam-inc-v-united-states-uscfc-1998.